Project Name : Document No :
SP-05-18016-C04-C05-B01-0004
Package : C04 ( Structural Steel ) Sheet No :
Rev. 1 2
1 of 1
INSPECTION TEST AND PLANNING
HOLD/WITNESS REQUIREMENTS
NO ACTIVITY DESCRIPTION FREQUENCY OF WORK METHOD OF TESTING CONTROL SPECIFICATION ACCEPTANCE CRITERIA VERIFYING DOCUMENT
TATA CM Owner
1 Steel Structural Work
A. Submission Document
-. Shopdrawing N/A N/A Approved Shopdrawing According shopdrawing Shopdrawing R R R
-. Material Approval N/A N/A Approved Material Approval Comply with Approval material Material Approval document R R R
-. Work Method N/A N/A Approved Work Method According work method Approve Work method approve R R R
-. JSA N/A N/A Approved JSA According JSA Approve JSA Approve R R R
-. Submission Certificate N/A According the specification Test report R R R
welder, WPS and PQR N/A -. Specification Project magma number 0341
N/A According the specification Test report R R R
N/A N/A STRUCTURAL STEEL According the specification Test report R R R
- JIS G3101 SS400, ASTM A36 or equivalent steel shapes,
plates, round bars, flat bars
- JIS G3444 STK400, ASTM A53 Gr.B or equivalent steel
pipes
- ASTM A501 or equivalent JIS steel tubing of square,
round or rectangular shapes
'-. Anchor Bolt
ASTM A307 Gr.C or equivalent of Carbon Steel Bolts to
be used. Carbon Steel used JIS G 3112 ,
ASTM A36, JIS G 3101 – SS 400
CONNECTION BOLT AND MINIMUM BOLT SIZE
- High strength bolts : JIS B1186 F8T, ASTM A325M Type 1,
or equivalent
-Mild steel bolts : JIS B1180 Gr.4.6, ASTM A307, or
equivalen
Washers :
JIS B1186 F35, ASTM F436M Type 1, or equivalent
Heavy hex nuts :
JIS B1186 F10, ASTM F563M Class 10S, or equivalen
-. Welding Maping And NDT N/A N/A -. Approved Welding maping and NDT report -. According welding maping and NDT report Welding Maping and NDT Report R R R
Plan Report
Project Name : Document No :
SP-05-18016-C04-C05-B01-0004
Package : C04 ( Structural Steel ) Sheet No :
Rev. 1 2
1 of 1
INSPECTION TEST AND PLANNING
HOLD/WITNESS REQUIREMENTS
NO ACTIVITY DESCRIPTION FREQUENCY OF WORK METHOD OF TESTING CONTROL SPECIFICATION ACCEPTANCE CRITERIA VERIFYING DOCUMENT
TATA CM Owner
B. Inspection Material (Factory Acceptance test ) on Steel Fabrication Workshop
-. Check Incoming Material At Visit Workshop Visual, Measure Approved material and Spesification project magma Inspection record on Fabrication W W W
Steel Profile section 0341 Structural Steel, point 4 .
Plate A. Material Structure :
Bolt and nut 1. Material steel shapes, plates, round bars, flat Mild Steel
bars Yield Min = 250 Mpa
According JIS G3101 SS400, ASTM A36
Tensile Min = 400 - 550 Mpa
2. Steel Pipe Material
According JIS G3444 STK400, ASTM A53
3. steel tubing of square, round or rectangular
shapes Mild Steel
Comply with ASTM A501 Yield Min = 250 Mpa
Tensile Min = 400 Mpa
B. Connection Bolt
1. High strength bolts
comply with JIS B1186 F8T, ASTM A325M
2. Mild steel bolts
Comply with JIS B1180 Gr.4.6, ASTM A307,
-. Approved Work Method
C. FIT UP MATERIAL ( On Steel Fabrication Workshop )
-. Inspection on Fabrication At Start for fabrication Random Inspection and , Test -. Approved Shopdrawing, Work method and JSA According Shopdrawing Inspection Record W W W
weld
-. Check Drilling for Holling of Visual, Measure -. Specification Project magma number 0341, point 5.2 Holes for bolts shall not be more than 1/16 inch (2 - S S S
At Visit Workshop fabrication mm) in diameter, unless otherwise
bolt
-. Shopdrwaing Approval specifically required by design
-. Check Cutting size At Visit Workshop Visual, Measure -. Shopdrwaing Approval -. According specification and shopdrawing Inspection record on fabrication S S S
-. Welding Record Daily Visual -. Shopdrawing -. Thickness of weld according shopdrawing Dailly Welding Report W S S
-. Welding Map and NDT Plan Report -. Good quality of weld, no sparter
Project Name : Document No :
SP-05-18016-C04-C05-B01-0004
Package : C04 ( Structural Steel ) Sheet No :
Rev. 1 2
1 of 1
INSPECTION TEST AND PLANNING
HOLD/WITNESS REQUIREMENTS
NO ACTIVITY DESCRIPTION FREQUENCY OF WORK METHOD OF TESTING CONTROL SPECIFICATION ACCEPTANCE CRITERIA VERIFYING DOCUMENT
TATA CM Owner
-. Testing of Welding Random -. Specification Magma Project Number 0341, point 5.4 -. the weld shall not have any cracks, undercut -. NDT Test Report H H H
LPT (Liquid Penetrant Test) Welding exceeded 0.8 mm depth, exposed surface porosity
shall be performwed at the and slag inclusion
rate of 10% random, but
subjecty to change
depending on welding
production performance.
D. Surface Preparation
D.1. Sand blast Before Painting Visual -. Approved Work Method and Specification Project - Inspetion Record W W W
number DD-EQ-M03_SPE_0011-R0, -. Material Free from oil / Grase before sandbalst
point 5.5 and 8.2.3
-. Welding flux in crevices shall be removed.
-. Burrs, weld splatter, slivers, mill scale,
indentations, and other sharp surface have to
remove before paint
-. Temperarure Surface of material before sand blast
min 3oC'
D.2. Paintig Work -. Silica sand patern Sanblast min SA 2.5
a. Check Preparation Before paint Visual / Measurement -. Approved Work Method and Specification Project -. Temprature material before paint between 15 - 32o - Inspetion Record W W W
number DD-EQ-M03_SPE_0011-R0, C or manufacture recommended
point 9.2
-. Material have to free from oil / grease
-. Welding flux in crevices shall be removed.
-. Burrs, weld splatter, slivers, mill scale,
indentations, and other sharp surface have to
remove before paint
Testing test thickness painting -. Specfication project magma number 0341, point 7. -. According Specification and work method
b. Check Thickness At Site visit Wokshop - Inspetion Record W W W
with electrometer Painting -. Approve for thickness painting report
-. Primer = 50 µ
-. Intermediate = 150 µ -. RFI number 18016-RFI-01-0048
-. Finish = 50 µ
D.3. Holiday Detector After finish paint Holiday test, -. Specification Project for Surface Preparation & No Holiday Testing report W W W
( By vendor Coating ) Protective Coating
DED-EQ-M03-SPE-0011
-. Specfication project magma number 0341,
E. Incoming material on site As Delivery Visual, Measure -. All Members should be have identity ( Mark ) Inspection record H W W
point 3. Handling
-. No damage for coating
-. No deformation material delivery to site
-. The Material Deivery according the approval
material
Project Name : Document No :
SP-05-18016-C04-C05-B01-0004
Package : C04 ( Structural Steel ) Sheet No :
Rev. 1 2
1 of 1
INSPECTION TEST AND PLANNING
HOLD/WITNESS REQUIREMENTS
NO ACTIVITY DESCRIPTION FREQUENCY OF WORK METHOD OF TESTING CONTROL SPECIFICATION ACCEPTANCE CRITERIA VERIFYING DOCUMENT
TATA CM Owner
F. Pre Work Setting out marking Daily Visual / Survey check -. Inspection Checklist item -. Approved Checklist item Inspection record W S S
-. Approved Shopdrawing
G. Work in Progress Inspection
_ Check verticality, And Dailly Visual, Measurment -. Inspection Checklist ITEM Approved Inspection cheklist Inspection record H H H
Alignment
-. Approved Shopdrawing
'-. Pre tightening Bolt Dailly Visual -. Approved Work Method Indication strip Mark on the Bolt, - W S S
( White Color )
H. Post work Inspection
'-. Tightening the Bolt ( Torsi ) Daily Visual and Measurement - -. Approved Work Method -. According Work Method Inspection record H H H
-. SNI 8458:2017 ( Metode Pengencangan Baut Mutu
Tinggi)
Legends :
H -----> Hold Point : The notification RFIT is necessary, and the work for the next step can't continue without approval
W ---- > Whitness Point : The Notification RFIT is necessary, and the approval from the stackholder still need but no need attend
S -----> Surveillance : The notification RFIT is not necessary, but the random inspection still carry out and the finding have to rectify
R -----> Review : The Notification Document still necessary, this work can't continue for the next step without approval
